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HomeMy WebLinkAboutDURDEN RESIDENCE ESS PLAN PROPOSED DURDEN RESIDENCE GENERAL NOTES 5113 S U N S E T BLVD, I N , FT. PIERCE , F L 1)THE CONTRACTOR,SUBCONTRACTOR,SUPPLIER, ECT.SHALL VERIFY ALL DIMENSIONS,CONDITIONS THIS ELECTRONIC SIGNATURE AND SEAL AT JOB SITE,PLANS,SPECIFICATIONS,ECT. 2)STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. CERTIFIESALL ( 10) PAGES IN THIS FILE. 3)ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4)ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE(FBC)2020, FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION,AND THE NEC(NFPA 70)2017 EDITION. Digitally signed 5)RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA,AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. Paul PLAN INFORMATION by Paul Welch A SINGLE FAMILY RESIDENCE ENERGY CONSERVATION NOTES Date: 2021 11 12 MODEL CUSTOM • • • GARAGE SIDE RIGHT 1)RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY Welch CONSERVATION RESIDENTIAL. 10:25.01 -051001 ELECTRICAL SERVICE OVER HEAD 2)ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES EXPOSURE 160-C SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES,A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS PLAN DIMENSIONS 56'-0"X 36'-0" REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED,TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3)THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN AREA TABULATIONS ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. LIVING AREA 1481 SQUARE FEET 4)WINDOWS,SKYLIGHTS,AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO GARAGE 193 SQUARE FEET MORE THAN 0.3 CFM PER SQUARE FT,AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. COVERED ENTRY 40 SQUARE FEET BACK PORCH 128 SQUARE FEET 5)CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL(EPL)DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401.3. TOTAL FOOTPRINT 1842 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST ELECTRICAL NOTES LUCIE PROPERTIES INC.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC(NFPA 70)2017 EDITION. 2)A MINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES LIVING AREA VOLUME : 11,848.0 SQ. FT. SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3)RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4)SMOKE DETECTORS TO BE 110V W/BATTERY BACK UP-ARC FAULT CIRCUIT 5)SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6)PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING:FAMILY ROOMS, CONSTRUCTION ■ DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,SUNROOMS, RECREATION ■ ROOMS,CLOSETS, HALLWAYS,OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. ND BY . 7)PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT,SINGLE-PHASE 15 ENGINEERING BY ■ AND 20 AMP CIRCUITS SREVING:BATHROOMS, GARAGES, KITCHENS,ACCESORY BUILDINGS, OUTDOORS,OR WITHIN 72"OF EDGE OF ANY SINK. PORTST LUCIE PROPERTIES 8)CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL BEDROOMS. 201 SW PS L BLVD UNIT 103 PAUL WELCH INC . 9)EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 11 10)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. PORT ST LUCIE, FLORIDA, 34984 PAUL WELCH , P. E. REG. 29945 MODEL : (772) 336-0050 CONSTRUCTION OFFICE : (772) 249-0089 ADDITIONAL NOTES WVW ..PSLPROP. COIYI 1)INTERIOR TO BE'/z'DRYWALL FINISH. 2)ALL INTERIOR GYPSUM BOARD TO BE MIN.''/z'THICK WITH(13 GAGE, 1 3/8"LONG, 19/64"HEAD; 0.098"DIAMETER, 1 '/4"LONG,ANNULAR-RINGED;5D COOLER NAIL,0.086"DIAMETER, 1 5/8"LONG, 5/64"HEAD;OR GYPSUM BOARD NAIL,0.086"DIAMETER, 1 5/8"LONG,9/32"HEAD)SPACED AT 7" O.C. FOR NAILS AND 12"O.C. FOR SCREWS. 3)WALLS AT SHOWER TO BE TILE.PROVIDE CEMENT, FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288,C 1325,C 1178,OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS.(PER FRC 702.4.1 &FRC 702.4.2). 4)WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PLANNING & DEVELOPMENT SERVICES DEPARTMENT 5)WALL AND CEILING FINISHES SHALL HAVE FLAME-SPREAD CLASSIFICATION OF NOT PLAN SHEET ST LUCIE COUNTY, FLORIDA BUILDING & REGULATIONS DIVISION GREATER THAN200. INDEX PROJECT NAME: PROPOSED DURDEN RES. OCCUPANCY TYPE: R PRODUCT REVIEW AFFIDAVIT 6)ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL STREETADDRESS: 5113 SUNSET BLVD, IN, FT.PIERCE, FL CONSTRUCTION TYPE: V BUILDING PERMIT NUMBER: OWNERS NAME: PROPOSED DURDEN RES. APPLICANT: RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PERMIT NUMBER: PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. COVER SHEET CERTIFICATION STATEMENT : PRODUCT OPENING PRODUCT RATED MANUFACTURER MODEL NUMBER PRODUCT GLASS TYPE METHOD OF ATTACHMENT 7)PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO I CERTIFY THAT,TO THE THE BEST OF MY KNOWLEDGE AND BELIEF,THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE DESIGN PRESSURES DESIGN PRESSURES APPROVAL NUMBER ASTM C 36,C 79,C 475,C 514,C 630,C 931,C 960,C 1002,C 1047,C 1177,C 1178,C 1278,C SHEET 1 STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST.LUCIE COUNTY.I ALSO CERTIFY THAT STRUCTURAL ELEMENTS 1395,C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS FLOOR PLAN DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. OF FRC,AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO DESIGN PARAMETERS AND ASSUMPTIONS USED : ASTM C 557 SHEET 2 3/16"X 1-1/4"MIN.EMBED WINDOWS SEE ELEVATIONS +/-55.0 MI WINDOWS & DOORS 185 SH FL# 17499.1 IMPACT AT 2"/16"O.C. 8)INSULATION MATERIALS, INCLUDING FACINGS,SUCH AS VAPOR RETARDERS OR VAPOR ELEVATIONS 1. FLORIDA BUILDING CODE : 2020 EDITION WITH : X SUPPLEMENTS AND ASCE 7 - 16 WINDOWS N/A N/A N/A N/A N/A N/A PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING SHEET 3 N/A ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL HAVE A FLAME 2. STRUCTURE DESIGNED AS :ENCLOSED : X PARTIALLY ENCLOSED : OPEN BUILDING : MULLIONS N/A N/A N/A N/A N/A N/A SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX ELECTRICAL N/A NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. SHEET 4 3. RISK CATEGORY: 111 X III IV EXPOSURE CATEGORY: B C X D FOUNDATION BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A SHEET 5 4. DESIGN WIND VELOCITY : 160 MPH 124 ASD NSA LRFD END ZONE WIDTH : 5' SKYLIGHTS N/A N/A N/A N/A N/A N/A N/A STRUCTURAL NOTES BLOCK & TIE BEAM 5. MEAN ROOF HEIGHT: +A IV-4" ROOF PITCH : 6112 PARAPET: NIA FT. SHEET 6 1)DESIGN LOADS IN ACCORDANCE WITH ASCE 7-16. 6. COMPONENTS&CLADDING WIND PRESSURES USED : (PSF BASED ON 10 SQ. FT. @ 10'MRH) SLIDING GLASS DOORS SEE ELEVATIONS +/-55.0 MI WINDOWS & DOORS 120/130/140 SGD FL#22401.3 IMPACT (2 ROWS)1/4"X 1-1/4"MIN.EMBED HVAC & PLUMB. TAPCONSAT 6"/16"O.C. 2)SOIL BEARING CAPACITY:2000 PSF(MIN.). SHEET 7 + 26.6 + 26.6 + 26.6 + 35.6 + 35.6 + 30.3 SWING TYPE DOORS SEE ELEVATIONS +/-67 THERMA-TRU 3 SMOOTH STAR FL#20468.1 IMPACT 1/4"X 1-1/4"MIN.EMBED TAPCONS ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS,VERTICAL CELLS,AND COLUMNS SHALL HAVE ZONE 1: ZONE 2: ZONE 3: ZONE 4: ZONE 5: GARAGE : AT 6"/14"O.C. ) TRUSS LAYOUT -47.8 - 65.8 - 90.1 -38.7 -47.7 - 37.0 A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. FRENCH DOORS N/A 4)SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SHEET 8 7. DESIGN LOADS : FLOOR : 40 PSF ROOF/DEAD : 5 PSF ROOF/LIVE : 20 PSF BALCONY_- NIA PSF SEE PLAN FOR SIZES&STEEL REQUIREMENTS. DETAILS 5/16"X 1-5/8"MIN.EMBED LAG SCREWS 5)MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: SHEET 9 DOCK : NIA PSF DECK : NZA PSF STAIRS : NZA PSF FENCE : NIA PSF RAILING - NIA PLF/CONCENTRATED GARAGE DOORS SEE ELEVATIONS +55/-64 DAB 73W6 FL# 15371.5 N/A ONE PER BRACKET FOOTINGS:3"BEAMS: 1 ''/2'SUSPENDED SLABS: 1 %" DETAILS HURRICANE PROTECTION N/A N/A N/A N/A N/A N/A N/A 6)LAPALL REINFORCING STEELA MINIMUM OF 48 BAR DIAMETERS EXCEPTAS NOTED GRADE 60 STEEL 8.WERE SHEAR WALLS CONSIDERED FOR STRUCTURE : YES X NO (NOT APPLICABLE EXPLAIN WHY NOT) MINIMUM IN BEAMS AND COLUMNS. SHEET 10 ROOF VENTILATION N/A N/A N/A N/A N/A N/A 7)ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. N/A 8)SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE SHEET 11 FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, IS NOT PERMITED. 9. IS A CONTINUOUS LOAD PATH PROVIDED : X YES (NOT APPLICABLE EXPLAIN WHY NOT) STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 9)UNLESS OTHERWISE NOTED,THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE N/A ROOFING MATERIALS 160 194 OWENS CORNING ARCH.ASPHALT SHINGLE FL# 10674.1 N/A 12 GAUGE(0.105 INCH(3MM)SHANK WITH AMINIMUM 3/8 INCH(10MM) MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND AMINIMUM 3/4INCH(19MM)INTO 10 UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND PLAN SHEET THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 3/4 ) INCH(19MM)THICK,THE FASTENERS SHALL PENETRATE THROUGH THE INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6"O.C.EDGES,AND 6"Q.C. 10. DESIGN SOIL BEARING PRESSURE : 2000 PSF SOIL TEST REPORTS SUBMITTED ? YES SHEATHING FASTENERS SHALL COMPLY WITH ASTM F 1667(6 PER SHINGLE) FIELD,OR SCREWED WITH DRYWALL SCREWS 1.5"LONG AND 0.131 DIA. INDEX AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED UNDERLAYMENT N/A N/A SOPREMA, INC. RESISTO LB1236 FL# 2569.1 N/A 11)LINTELS SHALL HAVE A MINIMUM 4"BEARING. WITH THIS CEERTIFICATION IS TRU AND CORRECT,TO THE BEST OF MY KNOWLEDGE APPLY DIRECTLY TO ROOF DECK. NOT APPLY TO SHINGLES OR OTTHERHER ROOF COVERINGS.START AT LOWEST POINT OF THE 12)PROVIDE#5 CORNER BARS W/30"MIN.LAP SPLICE FOR BOND BEAM. AND BELIEF. ROOF DECK WHERE POSSIBLE.OVERLAP SEAMS 3"MIN.AMD ENDLAPS 3"MIN. HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS PEAL HALF OF THE BACKING OFF THE ROLLAND APPLY FIRM,EVEN PRESSURE NAME : PAUL WELCH , PE. CERT.#&CO. CERT.AUTH. 29945 STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. REMAAININOM GHA CENTER E"ROL ANDAPP°PRESSURE.HE KING FROM THE 13)EXTERIOR FRAME WALLS ) BE STUCCO OVERT RELATH WITH 11 GA.2"LONG NAILS WITH 3/8" fd HEAD @ 6"O.C.OVER(2)LAYERS OF(15#FELT OR TYVAK BUILDING WRAP)OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6"O.C. PERIMETER AND FIELD. PAUL WELCH INC. NAME : PAUL WELCH, P.E. SIGNATURE : ON PLAN DESIGN FIRM : DATE : 14)BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE ADDRESS : 1984 SW BILTMORE ST., SUITE# 114 DESIGN PROFESSIONAL : PAUL WELCH INC. CERTIFICATION NO. 29945 NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS(2)OR MORE PLIES UNLESS NOTED. PROJECT NAME DATE 07/ 16/2021 ENGINEER v PROPOSED DURDEN RESIDENCE SCALE 1/4" = V-0" PAUL WELCH INC. F. W MECHANICAL o ELECTRICAL W • PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING W 1984 SW BILTMORE ST.,SUITE#114 A 100 135113 SUNSET BLVD, IN, FT. PIERCE, FL EXPOSURE 160 C PORT SAINT LUCIE, FL 34984 PHONE:(772)785-9888 SHEET TITLE MODEL : CUSTOM EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. COVER PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 SUIT�•I I I 12 56'-0" 11'-10" 16'-0" 28'-2" 2" X 6" PRIMED & PAINTED 4'-6" T-2" 4'-2" 5'-4" 6'-2" 4'-6" 3'-0'/2" T-2" 11'-10" 2'-3'/2" T-10" R/S SPRUCE 12 O. 6" x 22" SCREENED I 16"X8"X16" 16"X8"x16" I VENTS AT72" O.C. BLK.COLUMN BLK.COLUMN (PER DETAIL TRUSS COVERED (PER DETAIL El o I Al PORCH A108) STUCCO OVER WIRE LATH °D I 8'4"FLAT CEILING I w/ 11ga. 2" NAILS WITH 3/8" I I HEAD DIA.AT 6" O.C. OVER 13'-2" I I 3/8" RIB LATH @ 6" O.C. WITH E I OF I G 0 SOFFIT DETAIL (2 LAYERS OF 15# FELT OVER 0 18H 3-1/2"STEP I O VENTTHRU SH-H32 (TEMP) EACH FRAMING MEMBER) SH-25/EGRESS t 6068/TEMP./SGD. SH-23/TEMP. WALL NO SCALE ■ NJ ■ ■ ■ ■ ■ ■ ■ ■ ® ■ ■ ■ ■ ■ ■ ■ o o DRYER LIN. FOLDING LIN. LLI _ W LOCATION WASHER AREA ~ LOCATION WC N O � _ = N RANGE W/MICRO o UTILITY CLOSET , M (o N ■ u) w M 5'-1" Y 11'-5" - - w ■ ~ 6'-3" 1 N coBATH 5 ■ LL GREAT ROOM DINING w 8'4"FLAT CEILING Y 8'4"FLAT CEILING N iv KITCHEN 5068PKT o Q 8'4"FLAT CEILING 2'-4" >'N LL — — — — — — M REF. CD O OD&SHELF w ■ - w 5'-7'/z' ■ o o w 6-0" 4'-73/" L '-10" 5-0 3, q o Ln 10'-10" 3'-4" 13'-3" RY �, w TILED SHOWER N N ■ ■ C 2668 2668 2668 O w (V i MNN aw N � N 2-1'/a F I Lu 6068/BF � 6068/BF i�cV N T-8" 3'-2" -- a 5';2" 7'-6'/4' 5'-10'/2" I 13'-4" I cn ■ ■ 2 0„ I I o 10'-10" T-2" T-8" I I co co CD 5 MASTER BEDROOM I ■ co N 8'-1"FLAT CEILING Ln BEDROOM # 3 BEDROOM # 2 N I 9'4"COFFER CEILING N 8'4"FLAT CEILING 8'-1"FLAT CEILING N I I 0 o ■ BATH WC 10'-101, I I ao 5,-2„ o°o I I FOYER w z I I ■ UTILITY PAD z ~ �O L — — — — — — — — — — J W a c z� A/C COND. w TUB/SHOWER oLL LL (V N INSULATE WALL w mu)■ MAIN EGRESS DO R NON-BRG.WALL w/R-11 F/G BATT O J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ O 3-1/2"STEP ■ is 2868SC LL SH-25/EGRESS/COL. (2)SH-25/COL. O WH w/DRIP PAN ■ w I B AHU &DRAIN LINE WH o 0 STUCCO CEILING PER I o ° 3-6 w PRE-ENGINEERED ROOF TRUSSES STRUCTURAL NOTES ¢ AHU ON STAND o 57"L x 30"W x 30"T FPL METER @ 24" O.C. COVERED BY 19/32" in of I ENTRY 150AMP 4 PLY(SEE NAIDLINGWOO DETAIL) 8'-1"FLAT CEILING STORAGE ELECT. PANEL N 8'4"FLAT CEILING ■ P RECAST LINTEL ■ (A.F.F.) 22"X 54"ATTIC ACC. (D °' HETA 20 HURRICANE 8"X 16" PULL DN.STAIRS o0 6' ANCHORS EMBEDDED 4" INTO BLK.COLUMN m BEAM FOR TRUSSES 12 (PER DETAIL 4 co (PER CONN. SCHEDULE) in A108) 18'-43/a' �� � m 6 BEYOND WALL �> - co�g w FIBERGLASS SHINGLE ROOF ■ °" ■ ``' 0 OVER UNDERLAYMENT o R-30 INSULATION (2)3068/SC CONT.ALUMN. MTL DRIP AA OVER (PT) 1 X 2 - - - - - - — 6'-8'/2' 6'-3" 6'-8'/2" �.'_ L 1/2" DRYWALL @ CEILING 4'-6" 3'-2" 11'-10" 6'-3" 2'-7" 3'-11" 3'-5/�' =c _ = (TYPICAL) 8"X 8" BEAM BLK. 28'-4" 8'-0" 19'-8" 2" X 6" PRE-PRIMED W/W/(1)#5 BAR IN 3000 PSI SPRUCE FASCIA - _ CONCRETE FILLED CELL PLAN INFORMATION VENTED =_ '.�.= 8" PRECAST LINTELS STUCCO SOFFIT W/(1)#5 BAR FOR ALL O A SINGLE FAMILY RESIDENCE (SEE DETAIL) ==r'.�.= DOOR AND WINDOW OPENINGS 56'-0" _ & FILLED W/3000 PSI CONCRETE p MODEL CUSTOM STUCCO FINISH = GARAGE SIDE RIGHT 1"X 2" P.T. FURRING STRIPS ao ELECTRICAL SERVICE OVER HEAD FLOORPLAN VERTICAL REBAR TIED TO DOWEL IN 16" O.C. WITH FI-FOIL & RUNNING INTO BEAM BLOCK = INSULATION EXPOSURE 160-C SCALE : 1/4" = 1'-O" IN 3000 PSI CONC. _ _ 1/2" DRYWALL PLAN DIMENSIONS 56'-T X 36'-0" (TYPICAL) VERTICAL DOWELS =� ° w/30" LAP SPLICE _ - 8" CONCRETE BLOCKS AREA TABULATIONS FROM FOOTER += LIVING AREA 1481 SQUARE FEET _$== WOOD BASE BOARDS SEE FOUNDATION PLAN ;a= STORAGE 193 SQUARE FEET 54 FOR SIZE & SPACING _ = 4" CONC. SLAB (MIN. 2500 PSI) COVERED ENTRY 40 SQUARE FEET w/6 X 6 10/10 WWM OR FIBERMESH 0'-0"TOP OF SLAB =4 BACK PORCH 128 SQUARE FEET GRADE 41, - - ,. o TOTAL FOOTPRINT 1842 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST a LUCIE PROPERTIES INC.WRITTEN DIMENSIONS TAKE TYPICAL WALL SECTION PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. (CONCRETE BLOCK/LINTEL U-BLOCK CONSTRUCTION) NO SCALE LIVING AREA VOLUME : 11,848.0 SQ. FT. F- PROJECT NAME DATE 07/ 16/2021 ENGINEER v PROPOSED DURDEN RESIDENCE SCALE 1/4" = 1'-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W • 7 PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING W O 1984 SW BILTMORE ST.,SUITE#114 A 101 5113 SUNSET BLVD, IN, FT. PIERCE, FL EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE MODEL : CUSTOM EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. FLOOR PLAN PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 SUIT�•I I I 20' LINEAR FEET OF RIDGEVENT +/- 15'-5"TO RIDGE ---------------- 12 12 6 6 � M.R.H. 11'-9" 12 6 BRG. HT. 8'-1" [Ell �lj 00 OPENING I.D. zo LLLLJ D Ej 2E F.F.E. 0'-0" 01 FRONT ELEVATION OPENING I.D. OPENIBNG I.D. OPENIANG I.D. O2 LEFT ELEVATION SCALE : 1/4" = 1'-0" 21 A 21 SCALE : 1/4" = 1'-0" 20' LINEAR FEET OF RIDGEVENT 12 6 12 12 6 6 12 6 BRG. HT. 8'-1" (DEFLECTION) io U TEXTURED z w STUCCO FINISH w (TYPICAL) rn w OPENING I.D. OPENING I.D. zo 0� OPENING I.D. OPENING I.D. H G o J 1 z 11 11 F.F.E. 0'-0" 21 1 E 03 REAR ELEVATION OPENIF G I.D. OPENEGI.D. O4 RIGHT ELEVATION SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" 21 2 I ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE CALCULATE ATTIC VENTILATION DOORS,AND SIMILAR ENVELOPE ELEMENTS. PLAN INFORMATION CEILING= 1842 SQUARE FEET U OPENING AREA Z� INTERIOR ZONE zi� END ZONE (NOTE#1) A SINGLE FAMILY RESIDENCE 1842/300= 6.14 REQUIRED VENTILATION IN SQUARE FEET MODEL CUSTOM 184.0 LINEAR FEET OF 6"X 22"VENTS @ 72" O.C.= 28.1111 SQ. FT 12 POSITIVE NEGATIVE POSITIVE NEGATIVE = 14.1 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 10 +35.6 PSF -38.7 PSF +35.6 PSF -47.7 PSF GARAGE SIDE RIGHT 14.1 SQUARE FEET>6.1 SQUARE FEET:SOFFIT VENTILATION OK 20 +34.1 PSF -37.0 PSF +34.1 PSF -44.5 PSF ELECTRICAL SERVICE OVER HEAD PROVIDE 6"X 22"SOFFIT VENTS(aD 72"ON CENTER � EXPOSURE 160-C 3 50 +32.0 PSF -32.OPSF +32.0 PSF -40.2 PSF REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 100 +30.3 PSF -33.3 PSF +30.3 PSF -37.0 PSF PLAN DIMENSIONS 56'-0"X 36'-0" 40-50% OF REQUIRED VENTING AS PER FRC 806.2 EX#2 1. DESIGN PRESSURES PER ASCE 7-16 6.140 X 40%=2.456 SQ. FT OF RIDGE VENT 6i AREA TABULATIONS 6.140 x 50%=3.070 SQ. FT OF RIDGE VENT p LIVING AREA 1481 SQUARE FEET RIDGE VENT EXPOSURE 160-C STORAGE 193 SQUARE FEET COVERED ENTRY 40 SQUARE FEET 20 LINEAR FEET OF 2"VENT=2.5 SQUARE FEET OF RIDGE VENT PROVIDE 20 LF OF RIDGE VENT BACK PORCH 128 SQUARE FEET TOTAL FOOTPRINT 1842 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. LIVING AREA VOLUME : 11,848.0 SQ. FT. PROJECT NAME DATE 07 / 16/2021 ENGINEER v PROPOSED DURDEN RESIDENCE SCALE 1/4" = 1'-0" PAU L WELCH INC. W MECHANICAL PROJECT ADDRESS GARAGE SIDE RIGHT CIVI CAL W ENGINEERING ``' 1984 SW BILTMORE ST,SUITE#114 A 102 O 5113 SUNSET BLVD, IN, FT. PIERCE, FL EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE MODEL : CUSTOM EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. 201 SW PORT ST LUCI� ELEVATIONS PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103, LUCII, 3# 1/0 IN 2" C ELECT. SERVICE "EP" O150 120/240v MBR 150A MLO 3# 1/0, #6, 2" C #6 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND r — — — — — — — — — — — — — — — — — — — OPTION - "A" ' ELECTRICAL RISER / DIST. I I I NOTE : USE ALL COPPER WIRE \ I NO SCALE I I \ LL I 18H LIGHTI t FAN m NJ ■ ■ I■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �' GFI GFI Lml GFI > GFI LIN. GFI LIN. I DW D N WC / /1 RANGE W/MICRO \FAN J, , - - - \ / - J - J ■ ELECTRICAL LOAD CALCULATIONS PER NEC / LIGHT 3 3 I � 1 1481 SQ. FT.AT 3 VOLT-AMPERES (GENERAL LIGHTING) 4443 VA M � � 2 (2)20 AMP APPLIANCE CIRCUITS 3000 I L _/ r_ _ _/j_ J \ \ 3 LAUNDRY CIRCUIT 1500 I - - REF. ` 4 DRYER 5000 ■ \ / - ■ I /1 5 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 )V( Q a 8 REFRIGERATOR 1200 ■ _ __, � � �� � / ■ 9 IRRIGATION PUMP OPTION 1800 SD SD SD SD ELECTRICAL SYMBOL LEGEND 10 MISC. 5000 C) SD/CO _ � Q GFI OUTLET � THERMOSTAT $ SWITCH TOTAL : 39643 VA ' a ' SD/CO , -I- - �LIGHT I \ GFI SD SD/CO DETECTOR s 3-WAY SWITCH -----) SD � \ I I ■ ■ 'LIGHT I \ I FLUORESCENT LIGHT ® EXHAUST FAN 4$ 4-WAY SWITCH I ■ �4° DOOR CHIMES o DIMMER SWITCH FIRST 10 KW @ 100% 10000 4 / 4 FA 4 4 I I GARAGE DOOR OPENER o ALARM PAD 0 PUSH BUTTON REMAINDER @ 40% 11857.2 \ I I WP/GFI WP/GFI o SERVICE PANEL WP-GFI OUTLET TOTAL : ■ CEILING FAN 21857.2 � W� � I N U AHU I I I I � SERVICE METER 110V OUTLET A/C HEAT CCD 100% 10000 J I I ■ J LIGHT FIXTURE 220V OUTLET TOTAL : 31857.2 VA — J 4-PLEX OUTLET TUB/SHOWER 1 WALL MOUNTED 31857.2 \ LIGHT FIXTURE SWITCHED OUTLET 240 = 132.74 AMPS USE 150 AMP SERVICE. ■ % AIN�GRESS DOOR d /1 LIGHT FIXTURE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ \ ■ CEILING FAN w/LIGHT �PJ w/PULL SWITCH ® SPECIAL PURPOSE qp ■ ■ GFI WH RECESSED LIGHT ❑J JUNCTION BOX A/C COND. '-O A/C DISCONNECT Li VAPOR RECESSED LIGH ROOT T 150 AMP F T PHONE OUTLET \ ELECT. PANEL FLOOD LIGHT - 4 TV OUTLET ■ — — — — — — — — ■ _ /1 ■ o SCONCE PREWIRE /D1 DISK LIGHT FLOOR OUTLET �ATTICACC. JI ELECTRICAL NOTES ILL. \ /I 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC(NFPA 70)2017 EDITION. m NOTE TO BUILDER: \ - — - ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION 2)A MINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE b HIGH-EFFACY LAMPS OR A MINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES OUTLETS PER NEC 210-12( � SHALL CONTAIN ONLY HIGH-EFFACY LAMPS.(LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED \ ■ ■ SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 TO BE HIGH-EFFACY LAMPS) ■ ■ ■ ■ liml 101 ■ ■ 3)RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. COACH-LIGHT PREWIRE COACH-LIGHT PREWIRE J 4)SMOKE DETECTORS TO BE 110V W/BATTERY BACK UP-ARC FAULT CIRCUIT \ / 5)SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL / SMOKE DETECTORS IN THE RESIDENCE 6)PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING:FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,SUNROOMS, RECREATION ROOMS,CLOSETS, HALLWAYS,OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7)PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT,SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING:BATHROOMS,GARAGES, KITCHENS,ACCESORY BUILDINGS, OUTDOORS,OR WITHIN 72"OF EDGE OF ANY SINK. 8)CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10'OF ALL BEDROOMS. 9)EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10)PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. PROJECT NAME DATE 20 /22/2021 ENGINEER LUri Ppnp PTi I r v PROPOSED DURDEN RESIDENCE SCALE 1/4" = 1'-01, PAU L WELCH INC. W I I MECHANICAL o ELECTRICAL W • 7 PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERINGPORT ST N W 1984 SW BILTMORE ST.,SUITE#114 A 103 O 5113 SUNSET BLVD, IN, FT. PIERCE, FL EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE:(772)785-9888 SHEET TITLE MODEL CUSTOM EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. ELECTRICAL PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 SUIT�'I I I 56'-0" I I 11'-10" 16'-0" 28'-2" III #5 REBAR FINISH FLOOR CONCRETE SLAB C) M - �CONCRETE SLAB - s 4" F. FLOOR `•° ■ - - - - - - - - - - - - - - - - - - - ■ FINISH GRADE - .- - s , ° _ i ° N I I 13'-7" 13'-3" I LL LL I °•' HOSE BIBB REF. I F-1 F-1 o I FTG RECESS SLAB 3-1/2" TG I z (2)#5 REBAR 12" 4'-2" 3'-10" ao I BELOW FINISH FLOOR I T- 0" T-2" 4'-0" 4'-0" 2'-11'/z' T-6" 4'4" 4" (2)#5 MINIMUM CONTINUOUS, CONTINUOUS 16" 3" COVER MIMIMUM. I I 5'-0" 6'-10" � a I INTERIOR NON-BRG. FTG. 8 3-,/z"STEP I LL BEARING FOOTING F2 rt F1 ■ ■ ® ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ® ■ SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" ■ � N � n T WC ' #5 REBAR � � LLB i � lip w � _ co o rn Z II 7-5/8" CURB w/(1) ■ C° - #5 BAR CONT. IN 00 0co co - THE CURB Z_ III #5 REBAR n - -9 CONCRETE SLAB I I TG 411 co o I I 17'_6%" o FINISH GRADE M CONCRETE SLAB CONCRETE SLAB I I F. FLOOR 0. 5'-0" 9'-85/8' TOP OF SLAB I I _ -IT °°• - 0. ■ CN 4"THICK 3000 PSI CONCRETE SLAB `� ■ ° Hilt 1 w/FIBERMESH OR 6"/6" 10/10 WWM OVER VAPOR BARRIER N CLEAN o COMPACTED CHEMICALLY Ttt- O EATED FILL I o Q (2)#5 MINIMUM CONTINUOUS, O I / \ F 9 16„ 411 3"COVER MIMIMUM. , (2)#5 MINIMUM CONTINUOUS, 161, 4 3" COVER MIMIMUM. zoc\I ■ 62 THICKENED 12'-3" TG ■ CURB SECTION EXTERIOR �TEP o EDGES 14'-103/8' SCALE: 1/2" = 1'-0" F6 „ - TILED SHOWER cf) SCALE: 1/2 1 0 (RECESS 3-1/2") 0 00 � M F-9 o I I ■ o FTG o I 1 1 RECESS SLAB 3-1/2" BELOW FINISH FLOOR I II o ■ WC I v I I i+) F 9 ■ UTILITY PAD o rnp4 I o � c0 coc0 NU iL � LL I LLB � � � � Np TG - `n L TUB/SHOWER `n " LL LL o ■ � MAIN EGRESS DOOR N N-BR .WALI #5 REBAR WITH 30"MIN.LAP SPLICE ® ■ ■ ■ ■ ■ ■ ■ ■ - - - - - - - - - - - - - - - - - - - - - - - - #5 VERT.REBAR IN(3000 PSI)CONCRETE 3-1/2"STEP ■ L = _ I _ _ _ _ _ _ _ _ itco - _ FILLED CELL.(SEE FOUNDATION PLAN FOR LOCATIONS) I - , ( 4-4- I w LAH—u A/C COND. #5 REBAR WITH 30"MIN.LAP SPLICE a m " L F-1 w � O #5 VERT.REBAR IN(3000 PSI)CONCRETE FTG " m U 2 a FPL METER 9 BEND#5 BAR INTO SLAB+/-4' O N O U FILLED CELL.(SEE FOUNDATION PLAN FOR LOCATIONS) T U j #5 CONTINUOUS #5 BAR INTO SLAB AT 4'O.C. STUCCO FINISH RECESS SLAB 3-1/2" ■ _ _ _ _ _ _ _ _ _ _ BELOW FINISH FLOOR 4"THICK CONC.SLAB STUCCO FINISH ■ ■ 4"THICK(3000 PSI)CONCRETE SLAB F-10 ■ w/FIBER MESH w/FIBERMESH OR 6"/6"10/10 WWM TG #5 BAR INTO SLAB AT 4'O.C. CURB HEIGHT VARIES Z F 3 OVER VAPOR BARRIER ON CLEAN °° 0 ' C7 coFTG COMPACTED CHEMICALLY TREATED FILL p� (2)#5 BARS CONTINUOUS AT 12"O.C.VERTICAL M W W (2)#5 BARS CONTINUOUS AT 12"O.C.VERTICAL �n = CURB HEIGHT VARIES H H U m Q W Q FINISH GRADE("SEE ELEVATION PLAN") U AROUND EDGE LL " LL " LL o m `n Q o � w ' w o"' a (3000 PSI)CONCRETE SPREAD FOOTING ■ ■ ■ ■ CURB ■ CURB ■ ■ CURB CURB ■ ■ M O Z FINISH GRADE O -' m C7 < a (3000 PSI)CONCRETE SPREAD FOOTING (2)#5 BARS CONTINUOUS L~L M (2)#5 BARS CONTINUOUS 16" 4'-0" 16" 4'-2" 3'-10" 4'4" 4'4" 3'-2" 6-11" 2'-3" 3'-7" 4'-1'/" 4-4- 2'-4Y2' 6'-1 1" 2'-4Y2' 4'4" 31�z' TYPICAL STEM WALL FOOTING DETAIL TYPICAL STEM WALL FOOTING DETAIL 28'-4" 8'4" 19'-8" F10 SCALE: NO SCALE SCALE: NO SCALE 56'-0" PROJECT NAME DATE 20 /22 /2021 ENGINEER v PROPOSED DURDEN RESIDENCE SCALE 1/4" = 1'-0" PAU L WELCH INC. ELECTRICAL W W PROJECT ADDRESS GARAGE SIDE RIGHT MECHANICAL ENGINEERING w1984 SW BILTMORE ST.,SUITE#114 ' 5113 SUNSET BLVD, IN, FT. PIERCE, FL EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 A 104 OPHONE:(772)785-9888 SHEET TITLE MODEL CUSTOM EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. 201 SW PORT ST LUCI� FOUNDATION PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103, LUCII, 56'-0" FIELD ADDED#5 REBAR @ TOP 11'-10" 16'-0" 28'-2" (MIN. (1) REQUIRED) 13'-5'/2' 28'-2' 1 1/2" CLEAR F = FILLED Wi GROUT, U UNFILLED = 4'-6" 3'-2" 4'-2" =5-4' 6'-2" 4 6 J (D QUANTITY OF#5 @ Q BOTTOM�—C.M.U. TTOM OF LINTEL CAVITY - - - - - - - - - - - - - a z 8F16-1B/1T 8"X 161, 15 202 GROUT QUANTITY OF#5 O BLK.COLUMN Ln NOMINAL WIDTH I Ln z FIELD ADDED #5 REBAR @ BOTTOM REBAR @TOP co (MIN. (1) REQUIRED) NOMINAL HEIGHT 60 I 13 14 I 7 5/8" BOTTOM REINFORCING TYPE DESIGNATION ACTUAL PROVIDED IN LINTEL I 8" (VARIES) NOMINAL 3-1/2"STEP WIDTH �t N ® O © $ O N N N 8F28 8F24 8F20 8F16 10 ih 0 CROSS SECTIONS co NOTE : CONTRACTOR TO VERIFY WINDOW& DOOR OPENING INFORMATION OPENING SCHEDULE CASTCRETE LINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS ® - NON-BRG.WALL MAIN EGRESS DOOR � MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED o, OPENING OPENING TYPE COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT 3-1/2"STEP w CODE OPENING OF BEAM HEIGHT LENGTH BEAM LOAD LOAD LOAD LOAD Lu z I O 6068 OUT 74"X 79" 79" 8'-1" 7'-6" 8RF14-1B/1T 2459 250 1462 15 �I 12 a I SWING DOOR 77�c) L) 3068 OUT 41-1/2"X 83" 83" 8'-1" 4'-6" (R) 8RF14-1B/1T 5206 700 2525 250 �' a I 2O SWING DOOR 11 — P ECASTLINTEL O3 (2) SH-25 75" X 63" 81" 8--1�� 7'-6" 8F16-1B/1T 2661 750 1634 300 6' 8"x 16" 8F16-1 B/1T BLK.COLUMN ® SH-25 38 X 63 81 g�_1�� 4-6 6113 1300 2724 60 O O SH-25 38"X 63" 81" 81-1 4'-6" 8F16-1B/1T 6113 1300 2724 600 © SH-25 38"X 63" 81" 8'-1" 4'-6" 8F16-1B/1T 6113 750 2724 300 6068 74"X 79" 79" 8'-1" 7'-6" (R) 8RF14-1B/1T 2459 700 1462 250 O7 S.G.D. 11-10 6'-3" 2'-7" 3'-11" 3'-5'/z' 6'-8'/�' 6'-3" 6'-8'/z" ® SH-H32 27-1i2" X 23" 81 8'_1 3'-6" 8F16-1B/1T 6113 1250 3547 550 4'-6" 3'_2" 7'/2" �� �� 81" 8'-1" 3'-6" 8F16-1B/1T 6113 250 3547 150 FOPENING H-H32 27-112 X 2328-48'-0" _ H-25 38"X 63" 81" g'_14'-6° 8F16-1B/1T 6113 250 2724 150 AT COVERED ENTRY 81" 8'-1" 9'-4" 8F16-1B/1T 1843 250 1133150 ING AT COVERED ENTRY 81�� 8'-1" 61_610 8F16-1B11T 3480300 1880 150 56'-0" NING AT COVERED PORCH 81„ 8�_11, 9'-4" 8F16-1B/1T 1843 750 1133 350 14 OPENING AT COVERED PORCH 81„ 8'-1" 9'-4" 8F16-1B/1T 1843 750 1133 350 15 OPENING AT COVERED PORCH 81" 8'-1" 14'-8" 8F16-1B/1T 1370 250 519 100 PROJECT NAME DATE 20 /22/2021 ENGINEER SCALE 1/4" = 1'-0" PA U L WELCH INC. v PROPOSED DURDEN RESIDENCE W W MECHANICAL� ELECTRICAL PORT ST LUCII PROPPROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING W A 105 RTI s I N • 1984 SW BILTMORE ST.,SUITE#114 5113 SUNSET BLVD, IN, FT. PIERCE, FL EXPOSURE 160C PORT SAINT HINC FL34984 OPHONE:(772)785-9888 TITLE MODEL CUSTOM EMAIL: PWELCHINC@AOL.COM ul SHEET . PAUL WELCH P.E. �. BLOCK & LINTEL PAGE �O B NUMBER FLORIDAREGISTRATION NO.29945 201 SW PORT ST LUCII BLVD ., N 2" VTR JL 2" 3" VTR J L ,�- L L AIR 1-1/2" AUTO 3" GAP VENT WC W SWR 2" DW Level 1 KS 311 3" Kitchen DR Laundry Master Bath 8x8 53 cfm 10 x 10 3" 10x10 10x10 T T 129cfm 2" 186 cfm 186 cfm F -30 F -)I. F � � 3„ Great Room 120 CFM 7° y 7" y4111 1 1 6"Duct 12x12 WIC o"Exhaust Vent 12x8 206cfm 12„ Pantry 8x4 31' 206 cfm tkt,8 x 4 32 cfm 1'w' < 8" 6 cfm 12 x 12 4 12 x 12 ° 5 8" 5 Master Bed 2" VTR 156 cfmOK 132 cfm Hall 2 12 x 12 5" 3 AIR JL 7" Hall 202 cfm 12x8 10" 10" 12x8 8x8 132 cfm -� 156 cfm 85 cfm Bed 3 8x4 y 14 x 14 Bed 2 Foyer 2" 33 cfm 10 x 6 20 x 20 16" L 64 cfm 543 cfm 85 cfm 2" Bath W 3„ C 14" TUB 2" 3" DUCTS IN THE GARAGE AND Garage 3" 50 CFM DUCTS PENETRATING THE HM/ 4" Duct WALLS OR CEILINGS 4" Exhaust Vent SEPARATING THE DWELLING 4" FROM THE GARAGE SHALL BE 0. 4" CONSTRUCTED OFA MINIMUM G. NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID SS NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER AND SHALLE HA NO PLUMBING PLUMBING RISER OPENINGS INTO THE GARAGE NO SCALE PLUMBING NOTES: 1)ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3)WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN 3/4" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLYAND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6)WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION. Job #: 1572 Air Calcs, LLC Scale: 1 : 108 Performed by Chris Bateman for: Page 1 Durden Residence 7550 Hidden Hammock Ln Right-Suite® Universal 2021 5113 Sunset Blvd Vero Beach, FL 32966 21.0.07 RSU29066 Fort Pierce, FL 34982 Phone: 772.800.8413 2021-Jul-26 10:54:54 vickilynne@aircalcs.com ..AC\5113 Sunset Blvd PSL Prop.rup PROJECT NAME DATE 20 /22 /2021 ENGINEER PORT ST LUCI PROP RTI S INCO v PROPOSED DURDEN RESIDENCE SCALE 1/4" = 1'-0" PAU L WELCH INC. PROJECT ADDRESS GARAGE SIDE RIGHT MECHANICAL ENGINEERING ELECTRICAL W OM3 1984 SW BILTMORE ST., SUITE# 114 W' 5113 SUNSET BLVD, IN, FT. PIERCE, FL EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 T A 106 PHONE: (772)785-9888 + SHEET TITLE MODEL CUSTOM EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. 201 SW PORT ST LUCI� HVAC PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103, LUCII, 56' 0" 11' 101, 161011 28' 2" Co Lo I- I-- In M yv� U U U ILL! W U U U 77/7 CJ1 CJ1 Hatch Legend CJ3 o CJ3 o � o 8'- 00CJ5 CJ5 � A I �� �■ F. M Ln O N CoLn Ln Co N CD f- 00 O U U U Q Q C1 Q Q Q Q Q Q Q Q Q Q Q U U U Q Q Q Q Q Q CJ1 TRUSS END DETAIL CJ3CJ3 V� r�zji- 9 CJ5 CJ5 PLUMB CUT OVERHANG 12 6 17 EJ7 EJ7 8'- " CLN 4-1/2" EJ7 2'71011 '0" 0" ' 0" 2' 0" 2' 0" 2' 0" 12' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 71011 EJ7 HEEL HEIGHT EJ7 EJ7 EJ7 EJ7 o iD EJ7 0 N � E � EJ7 J7 EJ7 EJ71 _ 0 iD EJ71 M EJ7 EJ71 CJ5 ATTIC Cn ACC SS 8'-1" XNG --i EJ71 00 CJ3 COF ER (16" CLNG) TRUSS CONNECTOR SCHEDULE � EJ7 CJ1 > CONTRACTOR: PSL PROPERTIES Lo Co u > > AHU OWNER: PROP. DURDEN RES. U U U Di cal o B2 11211 En O B2 TRUSS NOTES: �o CJ1 0 TRUSS MFGR: BUILDERS FIRST SOURCE 1)ALL ROOF TRUSSES TOBE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2)CONTRACTOR TO PROVIDE ENGINEER.,AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE N B2 INSTALLING TRUSSES. LAYOUT DATE: 08/23/2021 3)TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. eM MCY p 4)CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS,AND U W W DIMENSIONS BEFORE ORDERING,AND INSTALLING TRUSSES. N B3 CUT-SHEET DATE : 08/23/2021 5)SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS 2ND BRG.' B4 TRUSS BEARING TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES ID POINT UPLIFT ID UPLIFT DESIGN 131 1ST&2ND 1924 (2)HETA 20 2500 (12)16d 281411 81011 191811 GABLE ENDS CONT. 267#PLF O HETA 20 1810 (9) 10d X 1-1/2" SEE"GABLE END DETAIL" 1 STRAPAT EACH END AND 48"O.C. 56' 0" VALLEYS CONT. 100#PLF ( ) MTS 16 1 1000 1 (14) 10d X 1-1/2" O 1 STRAPAT EACH END AND 24"O.C. ALL OTHERS AT CBS EACH <1800# (1) H ETA 20 1810 (9) 10d X 1-1/2" AT CBS BEARING BEARING ALL OTHERS ATFRAME EACH <1000# (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING BEARING 1 VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/(4) #9SD X 2-1/2"TO NOTE : SUPPORTING TRUSS AND(3) #9 SD X 1-112"TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24"O.C. MAX. FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175#UPLIFT OR LESS, PROVIDE"SIMPSON" HTSM WITH O USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FOR ANCHOR BOLTS(A.B.) (4) 1/4"X 1-3/4"TITEN,AND(10) 10d. FOR MISSED TRUSS CONNECTORS O (1) FGTR WITH(18) SDS 1/4"X 3"& (2) 1/2"X 5"TITEN HD MAYBE USED IN LIEU OD CONNECTOR SPECIFIED FOR TRUSSES WITH 1175# UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS Fill PROJECT NAME DATE 20 /22/2021 ENGINEER, v PROPOSED DURDEN RESIDENCE Sr-ALE 1/4" = 1'-0" PAU L WELCH INC. W MECHANICAL o ELECTRICAL W • 7 PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL ENGINEERING W ' 1984 SW BILTMORE ST., SUITE# 114 A 107 O 5113 SUNSET BLVD, IN, FT. PIERCE, FL EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE: (772)785-9888 SHEET TITLE MODEL : CUSTOM EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. X. 201 SW PORT ST LUCI� TRUSS LAYOUT PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103, LUCII, 19/32" ROOF SHEATHING O PRE-ENGINEERED ROOF TRUSSES ROOFING UNDERLAYMENT PER PLAN p @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (3) 16d NAILS (TYPICAL) N HEAD: 3/16" X 3"TAPCONS @ 12" O.C. (TYPICAL) (SEE NAILING DETAIL) 211X4" "X" BRACING @ RIDGE AND 6' O.C. 12 EACH SIDE OF RIDGE 6 � SIMPSON STRAP PER SCH. q 2"X WOOD FASCIA z N 112" X 5-1/2" REDHEADS w/2" DIA. X 1/8" WASHER x xx w/ALUM. DRIP EDGE W (TYPICAL) a i EXTERIOR CEILING TO BE O CONT. GALV. MTL DRIP STUCCO OVER WIRELATH SOFFIT (SEE DETAIL) � o OVER (PT) 1 X 2 O w/ 11 GA. 2" NAILS w/ 3/8" DIA. O N 8" BEAM BLOCK HEAD @ 6" O.C. OVER p 2" X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL) 1 # 5 BAR FILLED 3/8" METAL RIB LATH @ 6" 2" X 4" LADDER FRAMING @ 12" O.C. 2" X 6" RS SPRUCE FASCIA ( ) O.C. w/ 2 LAYERS OF 15# Ivvo W/ 3000 PSI CONCRETE (FELT OVER EACH 1/2" STUCCO EXPANSION JOINT 8"X 8" PRECAST LINTELS FRAMING MEMBER) o SOFFIT PER DETAIL W/(1)#5 BAR FILLED STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS 0 N W/3000 PSI CONCRETE WITH 3/8" DIAMETER HEAD @ 6" O.C. OVER (2) LAYERS GARAGE FINISH FLOOR OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15/32" TEXTURED STUCCO FINISH — CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.C. Q0 (2) OR (3)#5 PERIMETER AND FIELD. VERTICAL REBAR TIED TO DOWEL -TEXTURED STUCCO FINISH CEILING PER PLAN GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE & RUNNING INTO BEAM BLOCK ae GABLE END TRUSS IN 3000 PSI CONC. (16-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) ° 16" X 16" X 8" CONCRETE BLOCK COLUMN 2"X4" SPRUCE OR BETTER LATERAL BRACE 16d COMMON NAILS @ 12" O.C. (2) OR (3)# 5 VERTICAL DOWELS 1. JAMBS : 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" w/30" LAP SPLICE OR @ 6' O.C. FASTENED TO TOP OF BOTTOM EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) FROM FOOTER 8"X 16" CONCRETE BLOCK COLUMN CHORD OF TRUSSES WITH (2) 16d NAILS SEE FOUNDATION PLAN all ° EACH, AT GABLE END TRUSS AND STRAP GABLE END TRUSS WITH "SIMPSON" 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" I" FOR SIZE & SPACING ' °° CONCRETE SLAB 4 TRUSS BACK HETA 20 AT 48" O.C. WITH (9) 10d X 1-1/2" TAPCONS AT 12" O.C. PER FOUNDATION PLAN NAILS EMBED STRAP IN BEAM 4" 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" P.T. 2" X 8" CONTINUOUS WITH 1/2" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) FOOTING F-1Ll IT " J " BOLT OR 1/2" X 5-1/2" WEDGE ANCHOR AT 24" O.C. WITH 2" X 2" ° a ° X 1/8" WASHERS NOTE: ENTRY / PORCH POST DETAIL PROVIDE RAKE BEAM @ VAULTED GABLE ENDS BATT INSULATION TRUSS BOTTOM CHORD NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION GABLE END DETAIL TRUSS VERTICAL WEB NO SCALE NO SCALE �1/2" DRYWALL CEILING REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 2" X 4"TOP PLATE OR 1-1/2" X 3-5/8" 16d NAILS AT 8 INCHES O.C. METAL RUNNER 2" X 4" WOOD FRAMING @ 24" O.C. OR 1-1/2" X 3-5/8" METAL STUDS 1/2" DRYWALL BOTH SIDES (TYPICAL ALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL RUNNER w/TAPCONS OR CUT NAILS @ 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) EXISTING FLOOR TYPICAL INTERIOR NON-BEARING WALL DETAIL NO SCALE EAVE y, a 3 2 3 (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A= 5 FEET 2 2 ROOF SHEATHING ATTACHMENT REQUIREMENTS 2 ZONE 1� NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD 0 w 3 2 RIDGES z UJI2 ZONE NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD J a Q 3 2 = ZONE NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD �y NOTE 2 �J- ROOF THICK X YWOOD ROOF SHEATHING FASTENED TO PLYWOOD ROOF FRAMING WITH 8d RING-SHANK NAILS Q 3 2 3 3 2 3 a (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. EAVE I ^ I ROOF SHEATHING NAILING ZONE PROJECT NAME DATE 20 /22/ 2021 ENGINEER v PROPOSED DURDEN RESIDENCE SCALE 1/4" = V-0" PAU L WELCH INC. M3 ME PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL I CAL o CAL W ENGINEERING ``' 1984 SW BILTMORE ST., SUITE# 114 A 108 O 5113 SUNSET BLVD, IN, FT. PIERCE, FL EXPOSURE 160 C PORT SAINT LUCIE, FL34984 PHONE: (772)785-9888 SHEET TITLE MODEL : CUSTOM EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. 201 SW PORT ST LUCI� DETAILS PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103, LUCII, STUCCO CEMENT FINISH CMU WATER RESISTANT COATING FILLED CELL AT JAMB BLOCK (SEE WATER PROOFING NOTE# 1 ) (TYPICAL) STUCCO CEMENT FINISH —\ n c FILLED CELL AT JAMB BLOCK(TYPICAL) CORROSION RESISTANT FLASHING ° o CMU WATER RESISTANT COATING PER WATERPROOFING NOTE#4 0 (SEE WATER PROOFING NOTE# 1 ) c 1"X 3" P.T. WOOD FURRING ALL(3)SIDES CONTINUOUS. o ° 1"X 3" P.T. WOOD FURRING ALL(3)SIDES CONTINUOUS APPLY PERIMETER SEALANT CAULK SEE WATER PROOFING NOTE#6 BETWEEN BUCK&WINDOW FRAME CORROSION RESISTANT FLASHING (SEE WATERPROOFING NOTE#5) PER WATERPROOFING NOTE#4 WOOD TRIM ANCHOR 1"X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE#4,AND ANCHORED — TO MASONRY WITH 1-1/2"CASE HARDENED COIL 2"X P.T. WOOD BUCK WITH SEALANT PER NOTE 19 NAILS AT 12" O.C. MAX. WATERPROOFING NOTE#4 AND ANCHORED TO MASONRY WITH 1/4"TAPCONS w/MIN. 1-1/4" WINDOW FRAME SHOULD BE COMPLETELY ANCHOR WINDOW FRAME TO MASONRY IN APPLY PERIMETER SEALANT CAULK EMBED. 3" FROM EDGES& 12"O.C. MAX. SEATED ON THE BUCK, IN NO INSTANCE SHALL STRICT ACCORDANCE WITH MANUFACTURE'S BETWEEN BUCK&WINDOW FRAME THE FRAME OVERHANG THE BUCK PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. (SEE WATERPROOFING NOTE#5) SEE WATER PROOFING NOTE#6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NO SCALE EXTERIOR DOOR BUCK DETAIL NO SCALE NOTE : NOTE : NOTE : TAPCONS TO BE INSTALLED THRU BUCK INTO BUCK 2"X 6"P.T. RIPPED MASONRY w/MIN. 1-1/4"EMBEDMENT PER TAPCONS TO BE INSTALLED BUCK INTO DOWN TO 2 X 4-1/8"P.T. w/3/16" TAPCONS PRODUCT APPROVAL PER FBC 1715.5.4.3 MASONRY w/MIN. 1-1/4"EMBEDEDMENT PER 1-1/4"MIN. EMB. 4/12" O.C. w/# 10 SCREWS, PER BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. PRODUCT APPROVAL PER FBC 1715.5.4.3. PRODUCT APPROVAL. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. NOTE : WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R7O3.4 (1 .2) AS PER DETAILS PROVIDED 1/8' 4-1/2" 3" 3/4" NOTE CONTINUOUS O D WATER SEALANOT PER PRECAST CONCRETE WIND RESISTANT FLUSH WATERPROOFING NOTE#6 FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CN ° ° ° 3/8" SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) cV °:° ° MARBLE SILL CORROSION RESISTANT FLASHING PER WATERPROOFING 1-3/8 (NOTE#2) CAULK SEAM AT WINDOW INSTALLTION 7-5/8 (SEE WATERPROOFING NOTE#5) CMU WATER RESISTANT COATING MORTAR OR GROUT (SEE WATER PROOFING NOTE# 1 ) PRECAST CONCRETE WINDOW SILL DETAIL = - - SET SILL IN FULL MORTAR BED NO SCALE 1/2" DRYWALL STUCCO OR DECORATIVE CEMENTITIOUS COATING 8"C.M.U. 3/4" FURRING TO MASONRY WALL STUCCO CEMENT FINISH WATERPROOFING NOTES : FILLED CELL AT JAMB BLOCK(TYPICAL) CMU WATER RESISTANT COATING 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO (SEE WATER PROOFING NOTE# 1 ) SEAL THE WINDOW/DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER.THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS.THE APPLICATION ® 1"X 3" P.T. WOOD FURRING ALL(3)SIDES CONTINUOUS OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD)AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION.ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. FBC R703.4 AAAMA-714 WOOD TRIM 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCKAND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK APPLY PERIMETER SEALANT CAULK 1"X P.T. WOOD BUCK WITH SEALANT PER AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE BETWEEN BUCK&WINDOW FRAME WATERPROOFING NOTE#4 AND ANCHORED ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE (SEE WATERPROOFING NOTE#5) TO MASONRY WITH 1-1/2"CASE HARDENED CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED COIL NAILS @ 12" O.C. MAX WITH A LIQUID APPLIED WATER RESISTIVE COATING/SEALANT. CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE#2 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SEE WATER PROOFING NOTE#6 SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW/DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW/DOOR INSTALLATION. SLIDING GLASS DOOR BUCK DETAIL 6.AFTER WINDOW/DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK(OR PRECAST SILL) NO SCALE AND THE WINDOW/DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. PROJECT NAME DATE 20 /22 /2021 ENGINEER v PROPOSED DURDEN RESIDENCE SCALE 1/4" = 1'-0" PAU L WELCH INC. ELECTRICAL W W MECHANICAL PROJECT ADDRESS GARAGE SIDE RIGHT CIVIL I ENGINEERING PORT ST LUCI PROP RTI S INCO m3 1984 SW BILTMORE ST., SUITE# 114 W A 109 O 5113 SUNSET BLVD, IN, FT. PIERCE, FL EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 PHONE: (772)785-9888 SHEET TITLE MODEL : CUSTOM EMAIL: PWELCHINC@AOL.COM N a PAUL WELCH P.E. 201 SW PORT ST LUCI� DETAILS PAGE JOB NUMBER FLORIDA REGISTRATION NO.29945 BLVD ., 103/ LUCII,